Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 심종성 | - |
dc.date.accessioned | 2021-05-25T07:55:26Z | - |
dc.date.available | 2021-05-25T07:55:26Z | - |
dc.date.issued | 2000-11 | - |
dc.identifier.citation | 한국콘크리트학회 2000년도 가을 학술발표회논문집, v. 1, page. 697-700 | en_US |
dc.identifier.uri | https://scienceon.kisti.re.kr/srch/selectPORSrchArticle.do?cn=NPAP07985775 | - |
dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/162471 | - |
dc.description.abstract | Fatigue damage to reinforced concrete bridge decks have been found in many bridges. Failure mode of most reinforced concrete decks is caused by local punching shear rather than flexural moment due to cumulated damage. In this study, mechanical degradation of unstrengthened and strengthened bridge deck specimens is experimentally investigated. The unstrengthened deck specimens were demaged under the pulsating loading condition. After the test, deteriorated deck specimens were strengthened with Carbon Fiber Sheet, then loaded to observe the improvement of the fatigue behavior. It is shown that fatigue damaged specimens are similar to real bridge rather than static damaged specimens. | en_US |
dc.description.sponsorship | 이 연구는 건설교통부에서 주관하는 "99 산-학-연 공동연구 개발사업"를 수행함으로서 얻어진 결과이며, 저자들은 건설교통부와 SK 케미칼의 후원에 감사의 뜻을 전합니다. | en_US |
dc.language.iso | ko_KR | en_US |
dc.publisher | (사)한국콘크리트학회 | en_US |
dc.title | 피로거동파악을 위한 성능향상된 교량상판의 사전피로손상의 고찰 | en_US |
dc.title.alternative | Pre-fatigue Damage of the Strengthened Bridge Deck for Study on Fatigue Behavior | en_US |
dc.type | Article | en_US |
dc.relation.journal | 콘크리트학회 논문집 | - |
dc.contributor.googleauthor | 심종성 | - |
dc.contributor.googleauthor | 오홍섭 | - |
dc.contributor.googleauthor | 김진하 | - |
dc.relation.code | 2012101279 | - |
dc.sector.campus | E | - |
dc.sector.daehak | COLLEGE OF ENGINEERING SCIENCES[E] | - |
dc.sector.department | DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING | - |
dc.identifier.pid | jssim | - |
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